Giorgio Proestos

Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures

ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering.

Detailed crack-based assessment of a 4-m deep beam test specimen

Trandafir, A. N., Proestos, G. T., & Mihaylov, B. I. (2022, September 8). STRUCTURAL CONCRETE, Vol. 9.

Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments

ACI STRUCTURAL JOURNAL, 5.

Evaluating the shear resistance of deep beams loaded or supported by wide elements

ENGINEERING STRUCTURES, 226.

Response of Prestressed Concrete Beams Subjected to Shear and Torsion

ACI STRUCTURAL JOURNAL, 9.

Smart Infrastructure: A Vision for the Role of the Civil Engineering Profession in Smart Cities

Journal of Infrastructure Systems, 26(2), 03120001.

A methodology for the seismic multilevel assessment of unreinforced masonry church inventories in the Groningen area

BULLETIN OF EARTHQUAKE ENGINEERING, 17(8), 4625–4650.

Influence of high-strength bars on shear response of containment walls

ACI Structural Journal, 113(5), 917–927.

The design and analysis of reinforced concrete shell elements subjected to in-plane and out-of-plane shear stresses

Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016, 695–702. http://www.scopus.com/inward/record.url?eid=2-s2.0-84991738344&partnerID=MN8TOARS

Seismic assessment of the full scale four storey E-Defense rocking shear wall Shake Table Test

COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 3117–3126. http://www.scopus.com/inward/record.url?eid=2-s2.0-84942287992&partnerID=MN8TOARS

Investigation of shear response of nuclear power plant wall elements using high strength materials

Engineering for Progress, Nature and People, 867–873. http://www.scopus.com/inward/record.url?eid=2-s2.0-84929448579&partnerID=MN8TOARS